ReefMongoose:
I guess I am arguing this from an academic point of view and not so much a real life point of view. I have yet to see how others justify their 2ATA answer though if it's not for the reasons I have mentioned above.
If you REALLY want to open that can of worms, I suppose Ive got nothing better to do than oblige.
Pressure is defined as the limit as ΔA->0 of ΔF/ΔA.
This yields the differential equation: p=dF/dA, where F is the normal force distributed over the area A.
Consider a fluid element ΔL long, ΔA in cross-sectional area, and inclined by the angle α to the horizontal. It is oriented such that its longitudinal axis is parallel to an arbitrary direction L.
The element is ΔL long, ΔA in cross-sectional area, and inclined by the angle α to the horizontal.
F=ma
We're (hydro)static, so the sum of all forces is zero. The appropriate forces to consider are pressure and that of gravity (weight).
ΣF=0
pΔA-(p+Δp)ΔAρΔAΔLsin(α
=0, where ρ=density.
Simplify and divide by the volume of the fluid element (ΔAΔL)
Δp/ΔL=-ρsin(α
At the limit (ΔL->0), Δp/ΔL=dp/dL.
Also, sin(α
=dz/dL, where z is vertical (i.e. the direction of gravity)
So dp/dL=-ρ(dz/dL), which means that a change of pressure in the L direction (i.e. dp/dL) ONLY occurs when there is a change of elevation.
C is at 2ATA.